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2X4 TOP PLATE <br />PLAN IV <br />PRE -FAD TOM <br />1/2. CLG. BOARD <br />- IR' DRYWALL <br />MAX BT. � I �OC' WOOD <br />PLATE TO SLAD STUDS 024• <br />V IOd nA80NM <br />NAIL 92' Oa <br />NOTE: STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O:C. OR NOT <br />LESS THAN 2x6, WHEN <br />SPACED NOT MORE <br />THAN 24' O.C. <br />FIN. FLR 'r ' 1r <br />(i)TYP. INT. WALL (NON—BRG.) <br />D1 SCALE, <br />FIBERGLASS SHINGLES <br />OVER "90 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R908.1.1 <br />ON I}' 0U3$. SHEATHNG <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -ERG TRUSS--�/ <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER 1 -m <br />ELEVATIONS Ty' <br />O.H. <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. rut <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- as <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />Di SCALE:3/4'.I'-C' <br />rAL <br />t re �q ion e.. ua <br />rav <br />r wns�w. <br />x+ao ur <br />2B GAS LINE THRU BLOCK <br />vr.r <br />FIBERGLASS SHNGLES <br />OVER W FELT PAPER OR <br />FIBERGLASS SHINGLES <br />SYNTHETIC PRODUCT, <br />OVER W PELT PAPER <br />INSTALLED PER SECTION <br />OR SYNTHETIC <br />RWD.0 ON }' O.G.M. <br />PRODUCT, INSTALLED <br />SHEATHING OR P CDX <br />PER SECTION R80S.1.1 <br />PLYWOOD SECURED <br />RSEP <br />ON J'O.SUS. SHEATHING <br />OR }' CDX PLYWOOD <br />S/8' GYP8UI1 BOARD <br />SECURED PER <br />OR 1HKJH <br />FASTENER S CHEDULE <br />STRENGTH CLG. <br />TYP. <br />BOARD <br />REFERENCE <br />MTL. DRIP EDGE <br />OBI. <br />Ir <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />SEE ENERGY CODE FOW16 FAR <br />PRE -ERG TRUSS <br />REFLATION <br />VENTED SOFFIT <br />STRUCTURAL <br />REFERENCE STRUCTURAL <br />F'RE Ems* GABLE TRUSS <br />MTL. DRIP EDGE <br />PER ELEVATION <br />,k; <br />WEEP SCREED <br />2x FASCIA PER <br />ELEVATIONS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />STRUCTURAL DETAILS <br />ATTACHMENT <br />/ <br />AS PER <br />A8 PER MANUFACTURES <br />r— BPEGIFICATION8 —io <br />� <br />r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS * 24' O.C. <br />1/2' THICK 2 COAT PORTLAND <br />g, cm <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />' THICK, 2 COAT <br />ORTLAND <br />1/2' GYP. W . BD. <br />PaO CEMENT <br />�- WOOD BABE <br />PLASTEAPPLIED <br />DIRECTLY TOMABONRY <br />a <br />ea <br />• 4' <br />n W/ WINDOW OPENING <br />i. V'-0' FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING NOTE, <br />PER SECTION 505.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />01 SCALE, 9/4'•I'-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4.12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 486% TYPE IV, OR ASTM D <br />6'15'1 <br />W THIOC 7 COAT - <br />NCRIIe Wo <br />M 0040APrLIW <br />MAION Y ToAlCr1lT <br />R76 <br />PAVrDW TO <br />TRAM GRACKAM <br />uwPRODUCT <br />AP N VAL R70. <br />LD P.T. YD <br />ATTAMM W MI. <br />Go" m rm <br />APPROVAL RM <br />GRALAW � <br />esaame Roo <br />a GARAGE DOOR JAMBS <br />Di SCALE: I1/2'•1'-0' <br />2X4 OFF 24' O,C. MAX. <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER •30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R505.1.1 ON J' O.S.B. <br />STIPFBACK AT ALL UPRIGHTS SHEATHING OR k CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE -ERG WD.TRUSS TYP. <br />o.H. MTL. DRIP EDGE <br />PER ELEVATION 2x FASCIA PER <br />/ ELEVATIONS <br />CONT. 2x RAT RUN <br />CURED PER <br />ORAL DETAILS VENTED FOR / VENTED SOFFIT <br />SEE INSULATION R-VALUES ���/// PRE -ERG. GABLE TRUSS <br />PER ELEVATION WEEP SCREED <br />5/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION - 1/2' THICR(, 2 COAT <br />WINDOW ATTACHMENT A8 PER PORTL'4ND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RENCE <br />STRUCTURAL <br />Ix2 P.T. FURRNG <br />STRIPS • 24' O.G. <br />I/!• GYP. WL. BD. , CMU <br />WOOD EL48E <br />0'-0' FIN. FLR. <br />e cMu a <br />a <br />4° <br />. W/ WINDOW OPENING BTYP. WAU SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 9/4,•I'-®' <br />i441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32780 <br />PH:407-7748078 <br />FAK 407-774-4078 <br />www.abdosigngrouReom <br />AA 0: 0003325 <br />t <br />Jill <br />mild <br />4A <br />to <br />41 <br />x <br />EtUBDM & LOT: <br />SILVERADO <br />LOT #37 <br />BLK #18 <br />PROJECT <br />04128.001-37181 <br />MODEL:' <br />4EBB <br />"1828—CALI" <br />GARAGE >!11►INO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH W. B <br />